Pile Design and Construction Practice, Fifth edition

0.50

0

0.1

0.2

0.3

0.4

LB0.5

D

0.6

0.7

0.8

0.9

1.0

0.9

0.8

0.7

0.6

4

9

25

100

0.5

0.4

0.3

0.2

0.1

0

0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90

25

9

4

1

0.95 1.0

Depth factor md corrected settlement

calculated settlement

LB

D

L/B 100

L/B 1

Figure 5.23Depth factor d for calculating oedometer settlements (after Fox(5.15)).